L-Moments-Based FORM Method for Structural Reliability Analysis Considering Correlated Input Random Variables

Leveraging the properties of the first three linear moments (L-moments), this study proposes an effective normal transformation for structural reliability analysis considering correlated input random variables, in which the admissible range of the initial correlation matrix when employing this trans...

Full description

Bibliographic Details
Main Authors: Zhi-Peng Li, Dong-Zhu Hu, Long-Wen Zhang, Zhen Zhang, Yue Shi
Format: Article
Language:English
Published: MDPI AG 2023-05-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/5/1261